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HomeMy WebLinkAbout51383-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51383 Date: 11/14/2024 Permission is hereby granted to: Michael J McGurk 3646 Collector Ln Bethpage, NY 11714 To: construct additions and alterations to existing single-family dwelling as applied for per sanitary certification. Premises Located at: 4635 N Bayview Rd, Southold, NY 11971 SCTM#79.-3-16 Pursuant to application dated 09/06/2024 and approved by the Building Inspector. To expire on 11/14/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $560.00 CO-RESIDENTIAL $100.00 Total $660.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 htt : vww. outhold1gnpn v Date Received APPLICATION FOR BUILDING PERMITLJ w For Office Use Only b PERMIT NO. r Building Ins a taff; I' � " Building department Town of Southold Date: Name: SCTM#1000 Michael aid Linda McGurk Project Address 463,5 North Bayvie Road `Qyt d, NY Phone#: 516-9,17_162"9 Email Iindamcgurk j, 6( qg,ail com Mailing Address 4635 North pWieW load SOuthld NY ., �,�,.,�. ,,,,,�. ,..,R „���.�,�a ��� ...��. m� ...-.ei�,.w.�.� s.rv, ....... � u , Name: Linda or Michael McGu rk Mailing Address 3646 Collector Lane w Bethp , NY 11714 Phone# 516 967 162 Email i) lin�arncgurk� 5���rria c0 i Name: Anthon Mus4o Mailing Address 10 DiarnOnd Ct Huntington NY 1174 Phone# 631 367 8626 Email aJ1C1iCt@ri1o � �rri Name: Jas-Mar Construction Buildin g Construction Mailing Address p O BOX 481, f Ogg0 ld, NY 11971 Phone# Email asrnar comO3@aol ......m. A. 1.�:����._2146,._�..,_m. ..� .w..... .u... .m.....�.. ..,_ .... . �....�� , .....�� ...... �_.. .,,... Inlyn, - Estimated Co st of Pr oject: ❑New Structure HAddltlOn BAlteration ❑Repair ❑Demolition 1 ❑Other Will the lot be re-graded? gm Yes B No Will excess fill be removed from premises? ❑Yes No aded? ❑ 1 „ ;I '� y Fl I, ��r 'l, �r Existinguse of property: r .v ... .a P p ty� Intended use of� �” P,..o Pert wY I Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ®No IF YES,PROVIDE A COPY. ,W,........ o. 9 i w a it `d 7 �o � �i �Od�,l d `` � JY :�I�1���'C✓1 7� �FN I P7J ,,j �r�D'd d�d Application Submitted y nt name): �� �� U(` L Authorized Agent ner,. Signature of Applicant �, Date: STATE OF NEW YORK) SS COUNTY OF L\� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ' LAday of 20 __ Notary Pu lic OLIVIA ANNE TYBURSKI NOTARY PUBLIC-STATE OF NEW Y' RK PROPERTY OWNER AUTHORIZATION No.01TY6441910 Qualified in Nassau County (Where the applicant is not the owner) My Commission Expires 10-0 -20 6 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 LATHAM SAND & GRAVEL, INC. 35180 Route 48.P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 November 13,2024 Michael McGurk SCHD ref#: 20-00995 4635 North Bayview Road Southold,NY 11971 Re: Septic system at#4635 North Bayview Road, Southold To Whom it may concern, On November 11, 2020, Latham Sand& Gravel replaced the failing septic system at 4635 North Bayview Road, Southold in accordance with the Suffolk County Health Department's SHIP portal system(ref#20-00995). The existing block system was pumped and abandoned as required. The new system consists of a 1250gallon precast cylindrical septic tank& one leaching pool at 8'dia x 12'deep. The leaching pool is also precast with traffic bearing slabs. The new system is sufficient for a residence with up to 4 total bedrooms in accordance with current health department standards. Attached is the Installer's certification with a drawing of the system component locations. This information is also on file with the SCHD. Respectfully submitted, H John D. Hocker, P.E. Y J I'Yf H Vice President ol w� Marine Construction•Dredging•Precast Cesspools 9 Gravel•Fill•Topsoil•Excavating and Land Development Suffolk County Department of Health Services r� ; Office of Wastewater Management I 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR AealthWWMQsuffolkcountynygov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shall of be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the information below. Leave blank any items that are not applicable to the installation Health Department Reference Number: (79-1� Suffolk Tax Map#:Dist: 0 Sect(s) MKS) LA)t('s)� project Name or Address: Applicant's Name: C Date of System Installation: Sketch below the measurements i"roln building I/A OWTS TREATMENT UNIT earners to the access coversiports of'disposal system, Make and Model: or attach a separate sketch prepared by installer: Rated Daily Treatment Capacity(gallons): Material: [] Concrete [ Fiberglass/Plastic SEPC TANK Volume( allons): Material: Conete []Fiberglass/Plastic Shape: Rectangular lindrical Top: ISlab r c Slab [ Dome Nate of'Taa k of sac �asrer: Si � C DISTRIB UTION LEA CIMVG POOLS(If applicable) Number of Pools Diameter and Effective Depth.Traffic Slab [] Dome Top: [] S [ Name of Precast Manufacturer: L ACHI7VG POOLSIGALLEYS Diameter/Dimensionser of Pools/Galleys Total Numb and Effective Depth � Top: [] Slab [] Traffic Slab ome []N/A r� Name of Precast Manufacturer: OTHER LEACHING STRUCTURES Make and Model (if applicable): Total Linear Feet of Leaching Structure(s): COVERS ND LIDS p y � weight albs. rhr�eb(y led covers core: l �rltb current standards(sewn safely device installed if cover vyea t less tltaxt to Yes []N/A ste described herein,has been installed by me in accordance with the approved plains certify that the subsurface sewage disposal sy and standards of the Si�`oll:county l�ep-aat�ncr�t�afk�leall)s Service and any and all arnecbanical/ele�°ical components have been tested and.are operational. Installer's Signature: Installer's Name: phone Company Narne: 11-t1)9 In / Company Address: Consumer Affairs Liquid Waste License Number and endorsement*): .....-...,.-nAAW%rr mi m-r r0NTAIN AN ORIGINAL SIGNATURE FROM THE INSTALLER g� I rs•aar a&,,o t,*oo 9aS � �`+ .. ""✓'� w coX Aj CD v4x:v LOISO J . S 8 n 3i/111fk3�1 fr; 6yof�rn� w�l� coo O � w MM w L'j O w a H N CD Clvoll him A.&yEj �0 ��" ". Bar Suffolk County Department of Health Servic a Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11990 (631)852-5700 OR Health lSuffoun CERTMCATION OF SEWAGE DISPOSAL SYSTEM ABANDONMENT Health Department Reference Number: Suffolk Tax Map#: Dist l Sect(s) .$lk(s) Lot(s). a: ProjectName or Address: ,35 � Subdivision Name&Lot# Applicant Name: � W I HEREBY CERTIFY THAT:- 1_ The first septic tank/leaching pool,from the foundation,was located and uncovered,AND 2. if liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items#2 and#3 were repeated until all parts of sanitary system were located,AND S. All parts of sanitary system were moved or filled with clean backfill and any corbelled block domes collapsed. 1 also certify that the sanitary system abandoned consisted of. .first tanWpool & feet diameter 6, feet deep( )Precast "41ock ( )other. First overflow pool 6 feet diameter feet d ( )precast (v}lflock ( )other Next overflow pool feet diameter feet d ( )precast ( )block ( )other Next overflow pool feet diameter feet deep( )p ( )block ( )other. Company which pumped out sanitary system if different from certifying company: Name of Company: Address: in Q " Consumer License Number. Date Contractor Signature: , Print NamelCompany; Phone Address Consumer Affairs License Number. N This certification shaU not be used in lien of inspections required by personnel of the I lePurtmeRt and may be duplicated on company letterhead,provided it contains the above 100 PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED Record SHIP-20-00995: Add i`"` nn h 1` I1 1IIIIP Application Record Status:Registration Complete Record Info Payments. Custom Component .Mease note that if the subject appkaUon has not yet been approved,the'Expiration Date'shown here is a pkacehoider and does not reflect any official expiration date. For applications made to the Department of Wastewater Management,ptease i`ollow this link for alplplication processing Mstory and status: r,flm /.i pl1",a o d'ntr f „�f;up i ,..�..., Work Location Southold,NY 11971 M Record Details Licensed Professional: JOHN D HOCKER LATHAMGRAVEL@YAHOO.COM LATHAM SAND 6 GRAVEL INC LW-59907 35180 COUNTY ROAD 48 PECONIC,NY,11958 Phone 16317346800 Accela Citizen Access https:Haca-prod.accela.com/SUFFOLKCO/Cap/CapDetail.aspx?Mod... WWM Liquid Waste LW-59907 More Details o Related Contacts o Application Information PROPERTY INFO Select Property Type; Commercial WORK PROPOSED Septic Tank Installation: Yes Leaching Pool(s)/Galley(s)Installation: Yes QUESTIONNAIRE Water Supply Type: Private Well Any neighboring properties served by private Yes well within 150 feet?: WIII setbacks from the sewage disposal system No• to all neighboring and/or on-site wells remain the same or be Improved?: Does the home have an existing septic tank?: No Is I/A OWTS required by Town/Village/DEC?: No Are you requesting a site consultation with No SCDHS?: REPORT INFO Date of Work: 10/13/2020 Work Details/Comments: Septic Tanis S Leaching Pool Installation-Install a 4 bedroom septic system to replace failing block cesspools. C�( Generated by REScheck-Web Software J Compliance certificate Project McGurk renovation and addition Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 4635 N Bayview Rd Michael McGurk Anthony Musso Southold, New York 11971 4635 Bayview Rd Anthony J. Musso,Architect Southold, New York 11971 10 Diamond Court 5167329306 HUNTINGTON, NY 11743 mcgmike817@gmail.com 5166060136 ajmarchitect@gmail.com a Oil . . Compliance: 8.7%Better Than Code Maximum UA: 207 Your UA: 189 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slall:.n••on-gira de tradeoffs are no Monger c:onslideiecd in the UA or peirformrnarnce coirmnlpflauoce path in IRE5clhecllc. Each Slab on grade as sa':wmruli:klly In the slpecl iied Climate zone must irne¢:t the rninir nauirn energy code iiirusn.ull,ration ICE. valu.ue and ft.' lh requa rercneir ts. Ei3yelope ASsen" b- ie Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 555 49.0 0.0 0.026 0.026 14 14 Ceiling 1: Cathedral Ceiling 756 49.0 0.0 0.022 0.026 17 20 Wall: Wood Frame, 16"D.C. 1,040 15.0 6.0 0.050 0.060 39 47 Door 1: Solid Door(under 50% glazing) 20 0.320 0.320 6 6 Door: Glass Door(over 50%glazing) 24 0.270 0.320 6 8 SHGC: 0.30 Window 1:Wood Frame 69 0.320 0.320 22 22 SHGC: 0.28 Window: Wood Frame 147 0.270 0.320 40 47 SHGC: 0.30 Wall 1: Wood Frame, 16" D.C. 496 11.0 6.0 0.057 0.060 28 30 Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 1 of10 Prop.Gross Area Prop. Assembly or Cavity Cont. Wall 2: Wood Frame, 16" o.c. 154 15.0 0.0 0.077 0.060 12 9 Wall 3:Wood Frame, 16" o.c. 70 15.0 0.0 0.077 0.060 5 4 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet.the 2018 IECC requirements In REScheck Versi n- REScheck-Web and to comply with the mandatory r re s Gi d in the REScheck Inspection Checklist, 2 Name_Title M ' n9ure vate Project Notes: Second story addition with renovations of the first floor +a ` 4F .r Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web r4Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the ❑Not Observable building envelope.e.Thermal � „ „❑Not Applicable � envelope represented On ,construction documents. r 103.1, Construction drawings and ;, °",❑Complies 103.2 documentation demonstrate ❑Does Not 403.7 ;;energy code compliance for [PR3] lighting and mechanical systems. ��� ° ❑Not Observable , ;Systems serving multiple ; ❑Not Applicable jdwelling units must demonstrate lcompliance with the IECC y Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: :❑Complies 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 f on loads calculated per ACCA Cooling: Cooling: ❑Not Observable A, Manual J or other methods I Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 3 of10 Section Foundation in pe t, Ion Complies? Comm nt / s'sunnption lie Re J I- 303.,2.1 A protective covering is installed to C lComplies i112 protect exposed exterior insulation C7poes Not and extends a minimum of 6 in.below C Not Observabl grade. :EINot Applicable 4613 9 ;Snowy-and ice-melting system controls;OCom lies V01272 installed. CIDoes Not []Not Observable ONot Applicable Additional Comments/Assumptions: 1 'High Impact(Tier 1) 2 Medium impact(Tier ) mpact(Tier 3) Project Title: McGurk renovation and addition Report date; O4/10/ 4 Data fllen mr e; Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &`Re .ID 402.1.1, Door U-factor, U- U- ❑Complies :See the Envelope Assemblies 402.3.4 :❑Does Not table for values. [FR111 ❑Not Observable ❑Not Applicable ❑Complies rSee the Envelope Assemblies 402.3.1, �;average)ti factor(area-weighted U- U ❑Does Not ,table for values. 402.3.3, ❑Not Observable 402.5 402.5 ❑Not Applicable i 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ' ❑Does Not ,with the NFRC test procedure or taken from the default table.' ❑Not Observable ❑Not Applicable 'Air barrier and thermal barrier ❑Com lies "' ' 402.4.1.1ii �� 'd ll�[FR231 installed per manufacturers i/ 1 P ❑D025 Not instructions. i ///% /i ,,,,,/ ,/ j ,,, ,°❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 /"%� ❑Not Observable or has infiltration rates per NFRC I // / Q ; � / /�//// ///Oi �i ❑Not Applicable 400 that do not exceed code �a���/���i, /i��� //ii� /// �� /i///o��i/�i��/�/����/i, I limits. r 402.4.5 IC-rated recessed lighting fixtures��� /// '' / ❑Complies [FR16]2 sealed at housing/interior finish %/ �/i ❑Does Not and labeled to indicate 152.0 cfm leakage at 75 Pa. ❑Not Observable bs ❑N Ot Applicable 403.3 1 ;Supply and return ducts in attics ///�/��n� ���j��, �i j;� `�%�%;%j/ ❑Complies �/a [FR12]1 �insulated >= R-8 where duct is � ""'i�////" �! i' � ^❑ / / / % ,, i/ Does Not >= 3 inches in diameter and >_ � ❑Not Observable R-6 where < 3 inches. Supply and ❑Not Applicable return ducts In other portions Of / ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 „/�'/��,�/'/�� //' /ice // ff 'for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter f /'�� '_% ❑Complies [FR13]1 rboxes are sealed with ', „❑Does Not Joints/seams compliant with ; ❑Not Observable ' International Mechanical Code or / �4, +International Residential Code, as ❑Not Applicable applicable. 03.3 s ducts or plenums. `/ / ' Complies 403.3.5 Building cavities are not used as [ ] p El Not ; _, ,❑Not Observable ❑Not Applicable 4034 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 dabove 105 °F or chilled fluids ❑Does Not ;below 55 °F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not / ❑Not Observable ;/� ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_11-3. ❑Does Not ❑Not Observable . ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 5 of10 Section Plans Verified _ Fleld Verified #at Framing/Ro!�gh-In Ian pectlon Compiles? Comments/Assumptions & iCr ICM Value Value 4I13. artamticrgravity dampers are i „% � ] aan�plies i' CF1H installed on all outdoor air „ ❑Does Not intakes and exhausts. ®N�t Observable ,o- ®Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier ) 3- Low Impact(Tier 3i Project Title: McGurk renovation and addition Report date: 04/10/ 4 Data filenarne: Page 6 of'10 Section Plans Verified Field erifi al Insulation Inspection Complies? Commehts/aAssurnptions &�Tt .IIs Value Value 303.1'� All installed'insulation is labeled � , '/� 777 ®Cd plies [IN13;32 or the installed R-values IDoes Not provided. [JNUat Observable tlNot Applicable 402.1.1, ;Wall insulation R-value. If this is a R. R ®Complies see the Envelope Assemblies 402.2.5, mass wall with at least 2/z of the 'mood El wood ODoes Not table for values. 402.2.6 ;wall insulation on the wall F1 Mass ;[] Mass []Not Observable [IN3,11 exterior,the exterior insulation ;requirement applies(FR10). Steal (� steel Not Applicable 313.2 tihJaNl insulation,is installed per OC,om,plies [IN4)1 manufacturer's instructions, „` Does Not []Not Observable TIN &Applicable Additional Comments/Assumptions: 1 hligh impact(Tier 1) Medium Impact(Tier 2) r3rLow Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable ` 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable �� ❑Not Applicable 402.2.3 Vented attics with air permeable ��„ " ;- � ❑Complies [FI22]2 insulation include baffle adjacent `, ", ❑Does Not to soffit and eave vents that extends over insulation. " =❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI3]1 `insulation >_R-value of the ❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. [_]Not Observable C ❑Not Applicable 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 ❑Complies v [FI27]1 determine air leakage with ft2 ft2 ❑Does Not ,either: Rough-in test: Total ❑Not Observable ; leakage measured with a ;pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including °the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system Including the manufacturer's air j handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable '. 'tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ' ❑Complies [FI24]1 by manufacturer at<=2%of ° �� ❑Does Not design air flow. '❑Not Observable ❑Not Applicable 403.1 1 ''Programmable thermostats ; ,�,��% °�" "'% ' . Complies [FI9] installed for control of primary 1, ��;�,���r ,����� El Does Not heating and cooling systems and s°G� '�� � '��;� "� ' K '� initially set by manufacturer to <❑Not Observable ; ;code specifications. � ��; �� ;,� ,, ❑Not Applicable 403.1.2 Heat pump thermostat installed %� ,,, ❑Complies FI10 2 on heat pumps. [ ] � p p �, �, � Does Not k❑Not Observable Y -]Not Applicable 403:5.1 Circulating service hot water r, ❑Complies [FI11]2 isystems have automatic or h❑Does Not ;accessible manual controls. "i �� ❑ Not Observable ; ❑Not Applicable ; 1 (High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.E 1 All mechanical ventilation system ��i� /�/��% / ❑Complies [FI25]� ;fans not part of tested and listed j/; j i „�', ❑Does Not HVAC equipment meet efficacy jiii/ ; ❑Not Observable ,and air flow limits per Table R403.6.1. ❑Not Applicable �. 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 'Ahrough one-or two-pipe heating ❑Does Not 'systems b y outdooe a econtrol to lower boiler water „, „ ❑Not Observable temperature based on outdoor ;'❑Not Applicable temperature. 403.5.1.1 ,Heated water circulation systems ❑Complies have a ion pump.The E]Does Not [FI28]2 system return tpipe is a dedicated ,:❑Not Observable a treturn pipe or a cold water supply , i��/,,, i � ik pipe. Gravity and thermos- �❑Not Applicable ,syphon circulation systems are not present. Controls for circulating hot water system ,, pumps start the pump with signal Jor hot water demand within the %/���� ' "'i ���"�� occupancy. Controls automatically turn off the pump i�,�; when water is in circulation loop is at set-point temperature and - no demand for hot water exists. 403.5.1.2 Electric heat trace systems J.0complies e [F129]2 comply with IEEE 515.1 or UL ° ' ❑Does Not 515.Controls automatically �! , ���� ❑Not Observable 1 ;adjust the energy input to the i,'' heat tracing to maintain the ❑Not Applicable ; desired water temperature in the 7, Piping 403.5.2 Demand recirculation water , ❑Complies [F130]2 systems have controls that "' ' ❑Does Not manage operation of the pump ,' , ❑Not Observable sand limit the temperature of the ° ' %%,A& ❑NotAppllCable water entering the cold water j ;piping to <= 104°F„ 403.5.4 Drain water heat recovery units ; „ ��� plies [FI31]2 tested in accordance with CSA € j�%� ,, i� s Not B55.1. Potable water-side pressure loss of drain water heat i /� ❑Not Observable o , i recovery units < 3 psi for "' ��� " %, W ' Not Applicable €.individual units connected to one 0 or two showers. Potable water- ;side pressure loss of drain water heat recovery units < 2 psi for individual units units connected t0 ,-three or more showers. 404.1 90%or more of permanent �'%%i��;��"��o% '� i �%/���%%'%°"''�" 'i�� p i, ii , l �%/ / ❑CDom lies //// �i j/�///iiiia/%//��////i� �///��f� P [FI6]i fixtures have high efficacy lamps ❑ oes Not r ❑Not Observable iiiij , ❑Not Applicable 404.1.1 Fuel gas lighting systems have ""i/"'%i''%"' ' ' '""%%%%'"'O"" ii "' ❑Com lies i [F123]3 no continuous pilot light. �///�i/jam jjij///„�/ ; ,���/ ;;//�,��/!�,�❑Does Not ❑Not Observable ❑Not Applicable 401.3 .Compliance certificate posted. ❑Complies F17 ❑ [ l Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 9 of10 Section 11 Plans Verified Field Verified Final frrspeection Provisions Value ol'alrre +Complies? erninrMe�nts/ ssumptions 303 Manufacturer manuals for ; ElComplies [F11873 �mechan€cal and water heating " ®fines Tdol F systems have been provided. '� ®blot Observable k 1W � ] Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) Medium Impact(Tier ) 3 I Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 10 of10 CNJ/ Effidency Certificate Above-Grade Wall .21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): OEM= Window 0.27 0.30 Door 0.27 0.30 Heating System: Cooling System: Water Heater:. Name• Date: Comments Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name ` JAMES J COSMADELIS Business Name ! JAS-MAR CONSTRUCTION CORP This certifies that the bearer is duly licensed License Number H-35991 by;he County of suffolk Issued: 10/26/2004 WaynR,T. Rogers Expires: 10/01/2026 Commissioner L\ 6'35 H012Z►� ©W)TIiG� � 1�►1Lt�. � l.� t�t�/{- I�C.c�V t21< 3I • 1+33 • 244(-e oo�rYyy�2024 �► o q 9/06��' CERTIFICATE OF LIABILITY INSURANCE DATE(MMID YY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements µ PRODUCER SPECIALIZED INSURANCE&SERVICES HONE - FAx Nn; - 204 RTE. 112 ASiti EY@SPECIALIZEDINSURANCE.COM PATCHOGUE,NY 11772 INeuRE $AFFORDING CDVERAGE Auto-Home-Business-cycle-etc, NARCIY INSURER A..ATLANTIC CASUALTY INSURANCE CO 42846 INSURED INSURER a,, JAS-MAR CONSTRUCTION CORP INSURER C- PO BOX 481 INsuRER o SOUTHOLD, NY 11971 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. URSR ADDL TYPE OF INSURANCE SURR POLICY NOMagR wD EFF POLICY EXP LIMITS LTR COMMERCIALGENERALLIABILITY Y N L148000858 9/11/2024 9/11/2026 A CURRNCE E 1,000,000 A CLAIMS-MADE OCCUR $ 100000 ED EXP Ift ono 1nmN 5 10,000 PERSONALS ADV INJURY S 1 1000.00Q a ENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2000000 POLICY PR ❑ LOC PRODUCTS-COMI POP AGG } a OTHE -IMI'T AUTOMOBILE LIABILITY O N IN LE S ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) E AUros ONLY AUTOS HIRED NON-OWNED PROPERTYDA AG" S AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESSLUIB CLAIMS-MADE''' AGGREGATE T DEC) I I RETENTION S S WORKERS COMPENSATION I'ER O AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTItNE44MMUTI E ❑ N 1 A E.L.EACH ACCIDENT E OFFICERIMEMABEIR EXCLUDED? (Mandatory In NH) E.L DISEASE-EA EMPLOYEE S d dascfts under II�CRIP IONOFOPERATION Wow E.L..DISEASE-POLICY LIMIT ffi 12 JC F R DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES JACORD 101,Additional Remarks Schedule,may be attached Ir more apace Is required) CARPENTRY;DRYWALL OR WALLBOARD INSTALLATION;TILE,STONE;SUBCONTRACTORS -' CERTICATE HOLDER BELOW IS ADDITIONAL INSURED AS PER WRITTEN CONTRACT OR AGREEMENT BUILDING DE PT, TOWN ry 1T - 1 CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,54375 MAIN ROAD ACCORDANCE WITH T NOTICE WILL BE DELIVERED IN HE POLICY PROVISIONS. SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE 01988.201 ORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NSI New York State Insurance Fund PO Box 66699,Albany,NY 12206 ] nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ni.Oo, AAAAAA 112865111 SPECIALIZED INSURANCE 8 SERVICES INC 204 ROUTE 112 PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JAS MAR CONSTRUCTION CORP TOWN OF SOUTHOLD PO BOX 481 54375 MAIN ROAD SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12555 021-1 111651 05/09/2024 TO 05/09/2025 9/6/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2555 021-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://ViWW.NYSIF.COM/CERT/CERTVAL,ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JAMES COSMADELIS JAS MAR CONSTRUCTION CORP ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE (DOES NOT AMEND E . THE COVERAGE AFFORDED BY THE POLICY. ; wy S NEW YORK STAT UR' NCE FUND DIRECT OR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:873355256 U-26.3 r. um LE li ?hcw Workers' ,yoCom ensatton CERTIFICATE OF INSURANCE COVERAGE t Board Y PAID FAMILY LEAVE BENEFITS NYS DISABILITY AND 1 8 202 crr PART 1.To be completed by NYS disability and Paid Family Leave benefits tattler or licensed insurance agent of that �. Ia.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured ' °_� two7 1 , JAS-MAR CONSTRUCTION CORP 631-433-2146 PO BOX 481 SOUTHOLD,NY 11971 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage Is specillcally limited to 1 2865111 certain locations in New York Slate,1A,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPolnt Life Insurance Company TOWN OF SOUTHOLD 54375 MAIN RD 3b.Policy Number of Entity Listed in Box"1a" SOUTHOLD, NY 11971 DBL701239 3c.Policy effective period 09/19/2023 to 09/18/2025 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. S. Policy covers: © A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employers employees: Under penaily of perjury,i certify that I am an authorized representative or licensed agent of'the insurance carrier referenced above and that the named Insured has NYS Disability andlor Paid Family Leave Benefits Insurance coverage as described above. Date Signed 9/6/2024 By g nature of Insurance carrier's authorized representative or NYS Licensed(Signature p Insurance Agent of that Insurance carrier) Telephone Number 516-P29-810 Name and Title Leston Welsh Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or It can be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only If sox 4B,4C or 5B have been checked) State of New York Workers' Compensation Board According to Information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees, Date Signed BY - - (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only Insurance carriers licensed to write NYS dlsabAity and paid family leave benerits Insurance policies and NYS licensed Insurance agents of those Insurance carriers are authorized to Issue Form DB-120.1.Insurance brokers are NOTauthorized to Issue this form. 10113.120.1 (12-21) 111111,iiiiiii�uiiuiiiiiiiiliuuu�miiuirl�11 1.Copyright 2024,Alphonse Pesce Jr.,Co.,Inc.Land Surveying,AD Rights Reserved. 2.Unauthorized alteration or addition to a survey map hearing a licensed land surveyors seal is a violation of section 7209,sub-division 2,of the NOW YokSlaReEd 'Law,. 3.Only boundary survey maps with the surveyors embossed seal are genuine we and correct copies of the surveyors original work and j opinion. 4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York Slone Association of professional Land Surveyors,Inc.The certification is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending institution tided on lhts boundary - survey map. 5.The cerllfications herein are not transferable. 6.The location of underground Improvements or encroachments are not always known and often must be estimated.If any underground trnprovamenls or encroachments eksl or are shown,the Ns o"mards or armovAmmuts am not covered by this cedifirate. 7.The offsets or diftansions rAom f ep the by the properly Cures are for specific purpose and use and therefore are not intended to guide the erection of fences,retaining walls,poo ls, planting areas,,addition tto[sWudures and any other construction. �(� 1'y O JLe �: �1!L JCS+i aY ad 1� 4'v R%A113 N21®22'3®"E 1 22-50' V.wwx �Cxxww n 5 6'�M Ch h CIO t C �4 14 > L� N PAVER WALK u UN r PLANTER 4' ANC. 4.33 a � C 2.2 r1—rrrn-rrrrM-r-r't rrrrw -r� GATE GAT 80.4' GARAGE hw' 4'HIGH PVC FIR CE ONE �l'CdRYDWELLING � FRAME 130 422' :.U�_ &0.01 . u47,3" .ea OVEROMk ,$' 4011' 17.4' 2.0 N POOL. m 17.4, 0.2'S 0.3r 0.3' 6 �10 6 I PVC FENCE , 122.1.9,y o 1.8'N i— 0.9'W NOTES: -Nor risible easements,recorded or unmcorded am nal shown.. -Underground loundaliona or substructures not visible are not shown. VE - 4635 NORTH BAYVIEW ROAD,SOUTHOLD �ngp �g pgrP, Jr. TOWN OF SOUTHOLD � iN SOFPOI K COUNTY NEW YORK 111rafrssianal fauD 1bururgar MAP OF DESCRIBED PROPERTY N.Y. .Lic.No.04 365 DIST.:1000 SEC.:70 BLOCK:3 LO :16 SURVEY DATE:MARCH 8,2024 JOB:24-078 5 CIRCLEDALE LANE HOLBROOK,NEW YORK 11741 """ =20' 718-486-5408 631-585-5317 77 GENERAL NOTES Exterior Doors and Windows _�_w= . _:- General Reauirement 1. The new exterior door shall be Andersen Frenchwood Gliding Patio Door,white exterior clad, white Interior finish unit.The hardware shall be white and the screens to be TruScene insect 1. Do Note scale drawings. screens.The glazing shall be Low E4 with Heatblock Ut=0.27 and SHGC=0.30.The windows 2. All construction work shall conform to the 2020 New York Residential Code.All construction shall shall be Andersen Casement,Awning/Picture or Tilt and Turn,white exterior clad and white /�� conform to the 2020 New York Energy Code. interior finish units.The hardware shall be white and the screens to be TruScene insect screens. 3. All electrical work shall conform to the NATIONAL ELECTRICAL CODE The glazing shall be LowE4 with Heatblock Ut=0.27 and SHGC=0.30. 4. The builder shall obtain and payfor all certifications and testing. S. The builder shall visit the project prior to the start of work. Examine the plans and verify all Finishes / existing conditions and dimensions.Any discrepancies shall be reported to the Architect prior to the start of work. 1. The walls and ceilings shall be✓."gypsum board.Tape and spackle three coats. 6. The builder and his subcontractors shall be licensed to perform work on this project. 2. The Interior walls and ceilings shall be inspected after spackling for any Imperfections.Repair any R The subcontractors are fully responsible for all methods of construction and adhere to all safety Imperfections then prime with Ben Moore latex primer. standards and regulations as dictated by O.S.N.A. 3. Paint the walls with two coats Ben Moore eggshell finish latex paint:The ceiling shall receive two 8. The contractors shall remove all rubbish and debris resulting from the work.The site shall be coats Ben Moore two coats fiat finish latex point.Colors shall be selected by Owner.All trim shall kept broom clean at the end of the work day. be prepped for finish by sanding and filling nail holes.Apply Ben Moore latex primer and two G 9. The builder shall arrange for all inspections and testing as required. coats Ben Moore semi gloss finish latex paint � ' 10. The builder shall obtain,for the Owner,-the electrical Underwriters Certificate and the Certificate 4. The bathroom and laundry floors and walls tile shall be thin set as per the instructions and _ of Occupancy. recommendations of the Schulter System. - -- --- 11.Anthony J.Musso,Architect is not responsible for the administration,supervision,management, methods of construction,or inspections of this project. Code Compliance Notes Site Work 1. A final survey must be submitted at completion of the project 2. Electrical Underwriters Certificate must be submitted at the completion of the project. 1. The builder shall take care in protecting the existing landscape material and plantings during the 3. Drilling and notching of exterior wall and bearing partitions shall comply with the figure construction. R602.6(1 j and figure R602.6(2).Drilling and notching of top plate shall comply with figure - - - 2. Remove existing siding,sections of roofing,windows and doors in areas to be renovated,Interior R602.6.1. I partitions,cabinetry,and finishes of areas to be renovated,staircase to attic. 4. The maximum water consumption flow rate and quantities for all plumbing fixtures and fixture " ,4/�. AT - - 4. Cut and remove the existingstone section o the wall to accept the new windows.S 3. Remove rout concrete arch. fittings shall be In accordance with Table P2701.1 O Sr f p ape the stone S. All potable water openings shall be protected by an air gap,atmospheric-type vacuum breaker, -----.-.--.-.•-..--.- L .T zofY,rl& - Q/�f for new porch addition. pressure type vacuum breaker or hose connection bockflow preventer. 77 6 Separate shut off valves will be provided for laundry. Z Drain,waste and vent piping material shall comply with table P3002.1(1)and table P3002.2(2). - - - Masonry Wor S. Building sewer piping and fittings material shalt comply with P3002.2(1). - 9. The new plumbing system shall be tested in accordance with section P2508. 1. The 2"thick stone veneer applied to the front porch shall be as shown on the drawings and match the existin stone.The stone shall be selected b the owner and shall be a thin set on Energy Code Notes ` foundation wall of the porch.The stone veneerof the chimney shall be a thin set on 5/8"cement AR i board underloyment.The surface for the stone shall be prepared with a galvanized wire mesh 1. Construction drawings and document sufficiently demonstrate Energy Code compliance. and cement brown coat.The stone shall beset with an acrylic thfnset mortar,}Dints filled with an 2. Construction drawings and documents sufficiently demonstrate Energy Code compliance for - _ r . � qCv- �� //y acrylic mortar. lighting and mechanical systems. , gT/jy�y^ �Z / - - - - � 3. Fenestration that is not site built Is listed and labeled as meeting AAMA/WDMA/CSA Concrete Work 101/IS.2/A440 or has Infiltration rates per NFRC 400 that does not exceed code limits. 1. The front porch footings shall be 3500 psi concrete,12"diameter pier footings a minimum of 3 ft 4. The U factor of fenestration products are determined in accordance with the NFRC test -- below grade.They shall rest on undisturbed soil. procedure or taken from default tables. - ,� �. ' -- __ _ 5. Wall and ceiling Insulation is labeled for the R-values. � � �� Carpentry Work 6. Wall and ceiling Insulation Is Installed per manufacturer's instruction. 7. The HVACsystem shall be evaluated based on the results of the Manual J report.An analysis of i 1. All lumber in contact with the masonry shall be ACQ pressure treated. the system shall be per the ACCA Manual S,based on the loads per the ACC4 2. Sill shall be bolted to the existing framing with 5/8"did galvanized lag bolts with 3"galvanized Manual J or approved method. I { washer a max o 32"oc and a max o 12"from ends. f f f 8. The ventilation system shall be a whole house ER system with exhaust diffusers in bathrooms 3. All lumber shall be f ally seasoned and stamped as per species and grade.The minimum and kitchen,supply diffusers in living spaces and bedrooms. allowable fiberstress of 1250 psi in bending.All framing material shall be douglas firl#2 or 9. X-rated recessed lighting fixture,sealed at housing/interior finish and labeled to indicate less better. than or=2.0 CFM leakage @75 Pa. 4. The engineered material shall be LPI or an approved equal.g fop 9 10.All}Dints and seams of air ducts,air handlers,filter boxes are sealed. 5. The exterior wail sheathing shall be 1%"R-Sheathing with an R 6 value.All joints shall be sealed 11. Building cavities are not used as ducts or plenums. with firestop foam and sealed with ZIP tape. 12. Automatic or gravity dampers are installed on all outdoor air intake and exhausts. 6. All nailing connections shall and details shalt conform to the 2020 NVS Resfdentlai Code. 13. The structure envelope tightness shall be verified by a blower door test result at 3ACH @SOPa. Z All metal connectors shall be with galvanized connectors manufactured by Simpson. 14. Manufacturer manuals for mechanical and water heating systems will be provided. 8. All laminated girders shall be manufactured by LPI or equal and have a bending stress of 2950 15. Compliance certificate for performance shall be posted. PSI.The Installation of the members shalt be In accordance with the recommendations of 16. 75%of lamps in permanent fixtures or 75%of permanent fixtures have high efficacy lamps. manufacturer's details.. 1 Z Programmable thermostats installed for control of primary heating and cooling systems and 9. Provide bridging between joists In spans greater than 8'. ,. initially set by manufacturer to code specifications. 18. Ducts are pressure tested to determine air leakage. Thermal and Moisture Protection 19. Duct tightness test to be less than or=4 cfm/100 ftz across the system. 20. Hot water piping to have R3 insulation. I. Provide a 30 year fiberglass asphalt roofing shingle on the new structure,Class A fire rating, 22. The duct insulation shall be protected. ASTM D3018 Type 1,,GAF Timberline or approved equal.Color to match the existing. 22. HVAC piping to have R3 insulation. 2. The exterior siding shall be Hardie prefinished smooth Prank tap Siding and Hardie Board and 23.Supply atd return ductwork shall have R8 insulation. -'\t Batten. The lap siding shall be Installed with a 7"exposure and installed as per the 24.Air and thermal barrier installed per manufacturer instructions. manufacturer's recommendations.The color shall be selected by the Owner. 25. Vented attic with permeable insulation to include baffle adjacent to soffit and eave vent that 3. The rain screen shall be Ben Obdyke HydroGop SA installed as per the manufacturer's extend over insulation. recommendations. i � I \ ' 4. Provide Ben Obdyke Hydroflash tape,tope all joints. To the best of my knowledge,belief and professional judgement these plans and specification are in h S. Provide Ben Obdyke Hydrof/osh tape(or equal)around all exterior door and window opening compliance with the 2020 New York State Energy Code. mounting flanges. Sign Date i 6. The vapor membrane on the existing sheathing shall be Ben Obdyke Flat Wrap. { Z Provide kraft faced Batt insulation,sizes and R values as Indicted on plans. S. All insulation shall be installed as per manufacturers installation instructions,the bolt insulation shall be labeled with the R value. 9. Provide aluminum seamless 5"ogee gutters and 3"did.leaders. ;IT 4-j 4,1,/ i .- I c / 1 K i b Ov O I i - -- -- ---..__._........--------.. W 1 k .I.-. ..✓/f/ /✓ il..++f`.'� •l'�l/ 1 Pi (I - 1 { 1 II .II 'q 11 I 1 71 i I : 2•0 ! 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G�' --- - ^;-��- _ - � �-/:"-�,�:�r�� 2��d. ��'rrJ,��/� v�,� I /1x41 l�'T r I - CX/'T/rS°�; lC / ITT/l�`aGUG, 5 , ,/=Je Ile. r/��__..._ _.. ----- - I 7>`� ''+I ll 1� II - 1C ll �►.�� �Cir ' ��f " ' I. _ _1_�. ; Sx- IlTur ---------------------- i I , - r -- E 4 f 11=7 _...... ..-- --.._._ - ._... �� ' -57 �.�• .r �x/sTg ice W2 U N 1 I r _ E� C F e - - CLIMATIC and GEOGRAPHIC DESIGN CRITERIA - -- GROUND WIND DESIGN SEISMIC SUBJECTTODAMAGEFROM WINTERICE FLOOD AIR MEAN SNOW SPEED TOPO SPECIAL WIND DESIGN WEATHERINGFROST TERMITE DESIGN BARRIER HAZARD FREEZING ANNUAL _ LOAD EFFECTS WINDDESiGN BORNEDEBRIS CAT. LiNEDEPTH TEMP. UNDERLAYMENT INDEX TEMP. Xff///� MOD.TO 2DPSF 3o MPH NA NA NA B SEVERE 3 FT HEAVY zo F YES NO 3s2 52.70F .� /3 -W6iYTC 35 X_Z; ��G-a - - _ - Wood structural panels,subt loon,roof and interior wall sheathing to framing and �' i FASTENING SCHEDULE partica►board wail sheathing to framing "'; I _ .----:--T1x��lG�f@ 7�0 ` ._ ��rN r0 R �T �`3 ROOF (see table R602.3 3 or wood structural panel exterior wall sheathin to wall framing) _I- c �, 7 Item Description Number and p f type Spacing of Fasteners ' Item Description of building element 1 Number and type Spacing and location - Building elements of fastener Edges intermediate support of fastener 30 8"-1 2' 6d common nafl(subfloor,wall) 6" 12" 1 Blocking between ceiling Joist 4-8d box:or Toe Hall 8d common nail(roof) 6" 12"or rafterto top plate 3 8d common:or 31 19 32 1 8d common nail 1 3-10d box:or 32 11 8'-13G" 10d common Hall;or 6" 12" f 3-3"x 0.131"nails I Sd deformed nail 1 1 ._._ •- Other wall sheathin- �? �: St ' ? � '• ! •`' '� 1 ��` r � � / ' 2 Ceiling joist to top plate 4-8d box:or i Per joist,toe Hall ' I 33 X"structural f ;3-8d common:or ! 1 cellulosic fiberbd 1 X"galvanized roofing nail;or 3" 6" ' f f 3-10d box:or sheathing 7/16 head did,or 1 crown 3-3"x 0.131"nails Staple 16 ga,1'/<"long r 1 •+ jY.'F 3 i Ceiling joist not attached to 4-10d box,or .1 Face nail 34 25/32"structural 1%"galvanized roofing nail;or 3" 6" f I parallel rafter,laps over partition 13-16 common,or i cellulosic fiberbd 7/16"head did,or 1"crown rl i 1 3-3"x 0.131"nails_ sheathing staple 16 ga,1%"long x X 11 4 Ceiltn Dist attached to parallel 1 Table R802.5.19 Face nail 35 �4 sum board 1.4 galvanized roofing nail;or 7 7 rafter heel omt sheathing staple galvanized,I long,or 9f p ( ) gypsum 9 f g Illy ft ( j ) g P 9 9J Collar tie to rafter,face nail or 4-10d box,or i Face nail each rafter 3'/<"screws,type W or --- r - _ _ 1 1*."x 20 go ridge strap to rafter ?3-10d common;or i 36 5/8"gypsum board 1%"galvanized roofing nail,or 7" 7" i 4-3"x 0.131"nails staple galvanized,15 8"Ion 6 Rafter or truss to plate 3-16d box,or 2 toe nails on one side 1/< screws,Type W or 3-10d common;or and 1 toe nail on q J Wood structural panels,combination sub oor under/a ment to framing I 1 p fl Y f 9 `4-10d box,or opposite side of each 37 / and less 6d deformed nail,or 6" 12" !{ /3 °J/'i7y'`�/> �� ✓��� I I 4-3"x 0.131"nails rafter or truss 8d common nail t / ' ' n �.rr�/f�� 1 7 I Roof rafter to ridge,valley or 4-16d,or Toe nail i 38 7/8"-1" 8d common nail,or 6" 12" �- r ------— / ?7,�� e`x�f� r?!L - j hip rafter or roof rafter to min. r 3-20d common;or i 8d deformed nail _ J '`�" 2"ridge beam 4-10d box;or 39 13/8"-1�" 10d common nail;or 6" 12" i 4-3"x 0.131"nails # 8d deformed nail 3-16d box;or End nail *Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used 2-16d common;or for framing and sheathing connections shall have minimum average bending yield strength as ✓---�- { 3-10d box;or shown:8o ksi for shank diameter of 0.192 inches(20 d common nail),90 ksi for shank diameter 3-3 offs larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi forshakn diameter of 0.142 inch or less. WALL *Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 8 Stud to stud _ 16d common 24"o.c.face nail inches or greater (not at braced wall panel) 10d box;or 16"o.c.face nail *Four foot by eight foot or 4 foot x 9 foot panels shall be applied vertically. 3"x 0.131"nails ---••- - - --- --- ---- *Spacing of fasteners not Included In this table shall be based on Table R602.3(2) 9 Stud to stud and abutting studs 16d box,or 12"o.c.face nail * shag be spaced 6 Inches on - Nails for attaching pane roof sheathing to Intermediate supports s a p at intersecting wall corners 3"x 0.131"nails center from the minimum 48 inch distance from the ridges,eaves and gable end walls,and 4 1 (at braced wall panels) 16d common Ir o.c.face nail Inches on center to gable end wall framing. - _ — - 10 Built up header 16 d common 16"o.c.each edge ,� - Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA - -- r ��2 ��L Uq/,�� (2"to 2"header with spacer) ;face nail 253.Fiberboard sheathing shall conform to ASTM C208. ^'� a %11rr3�rlG r/,C / J�/ l/— 16d box 12"o.c.each edge —� *Spacing ff 9 9 pp Y • ; Spacin o asteners on floor sheathing panel edges applies to pane!edge supported b 1 framing 4 g f p Y Spacing f f - ' ace Hart E _- ramin members and required blocking and at floor perimeters only.S acin o fasteners onIle ` Q 11 I Continuous header to stud 5-8d box,or Toe nail J roof sheathing panel edges applies to panel edge supported by framing members and required - _...____ _ -- - - - ' �/4� /1 r' / '� /y�"✓Y.��'=%?/2•S�!_-"/J//,'/h i fi ( 4-8dcommon,or ! I blocking.Blockingo roof orfloor sheathing panel edges perpendicular to the framing members i ��� n Q T //r/y'% �i --- ' i•, i 1�r 1 ffi 1i • need not be ravrde exce ids re uired b other rovisions o this code.Floor ermfter shall be -��•1 ____• •. "- � ____. -"-- " � � Q/� `'-• - --�. �}II) � -� STJ�-•w /G �'G.�C'/� � �/��-�G' _.- 4-10d box ; ? -- "�5W ZC cc�iYHE�7 !ter/o/�C>�'� �/y�if�. r� _ .. p p q Y p f p 12 i Top plate to top plate 116d common 16"o.c.face nail supported by framing members or solid blacking. i 10d box;or 12"o.c.face nag ;. *Where a rafteris fastened to an ad scent aralleI ceilin joist in accordance with this schedule, _ '3 x 0.131 nails _ d _ !------ provide two toe nails on one side of the rafter and toe nails from the ceiling jafst to the top plate I of applicable Face nail on each side 13 +. Double to late splice for SDCs ,n pp J k IF i p p in accordance with this schedule.The toe nail on opposite side of the rafter shall not be 111 _ t', I A-D2 with seismic.brace wall fine of end joint(minimum required I ' „ q _ ! spacing<25 '24 lap splice length i _ i lU Double top plate splice SDCs D0, 12-16d ;each side o end Dint) TABLE R602.3(3)Requirements for wood structural pone!wall sheathing used _ w ©��/ r�/� D2,or D2;and brace wall line to resist wind pressure r�� �L�'� ` ' i Spacing>25' -- - >, `' __ _.___ l x "G{ 9__. Minimum nail Minimum Minimu Maximu Panel nail spacing Ultimate design __ /// 14 Bottom plate to joist,rim joist 16d common !16"o.c.face nail _.,_- Size entratton wood nominal wall Edges Field wind speed — -- �- band Joist blocking(not at braced j 16d box;or 12"o.c.face nail ,L %y/ ' - inches structural panel spacing !n.o.c. in.o.c. ____..____.__. ' r i .. ' wall panels) t 3"x 0.131'nails _•_______ .—. _ .__...... ._-. span category Bottom plate to joist,rim joist 13-16d box;or 3 each 16"oc face nail ------ 6d 1.5" 24/0 3/8" 16" 6" 12" 140 O. ., X )h°�//�1�' ���'I _ + band joist or blocking(at braced j 2-16d common;or 2 each 16"oc face nail 7,� comma r __. - /r,, t wall panels) 14-3"x 0.131"nails i 4 each 16"oc face nail 1 " .J " - 16 Top or bottom plate to stud 14-8d box;or t Toe Hai! 8d 1.75 24/16 7/16 26 6 12 170 - I comma 24„ 6,J 12-� 140d ! 3-16d box;or ! 4-8d common,or l t Panel strength axis parallel or perpendicular to support.Three-ply plywood sheathing with • ' -- f � � I � - S. /fix rr�F,'/.'�-r�f°'` j-7°? I 4-16d box;or studs spaced more than 16"on centersholl be applied with panel strength axis perpendicular to 4-3"x 0.131"nails r- supports. 3-16d box;or i End Hall *Table 1s based on wind pressures acting toward and away from the building surface in2-16d common;common,or accordance with Section R301.2.Lateral bracing requirements shall be in accordance with 3-10d box;or Section R602.10. 3-3"x0.131"nails i - i._-�� X���� -T�!'�..g/��-KIT/•�/fY:•� 1 71 ------- -- *Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an 17 Top plate,laps at corners 3-10d box,or Face nail alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c.or 24 o.c.shall be and intersections 2-16d common;or.. permitted as an alternate to panels with a 24/16 span rating.Wall-16 and Plywood siding 16 3-3"x 0.131"nails o.c.shall be used with studs spaced not more than 16 Inches on center. 28 1"bracing to each stud and plate 3-8d box;or Face nail 2-8 common;or TABLE R802.5.1(9)Rafter/Ceiling joist heel connections - 2-10d box Required number of 16d common 19 1"x 6"sheathing to each bearing not used Nails per heel Joint connection 7 X �'` Y 20 1"x 8"and wider sheathing to not used IX rr �/p/`/-`� /' ... . s each bearing TABLE R602.7.5 ....... _ -_--- ---- v FLOOR Minimum number of full 1 21 Joist to sill,top plate girder-- 4-8d box;or Toe nail height studs at each end of ',��• r -M1 E, '!il` `/ 4?f"f'i�� f{y�Y% ��'S,C' J $; 3-Sd common or /� YLC. ._.. /-� headers in exterior wall -_- _ ,_._,_,_-___, - - , 3-10d box;or Header stud spacing - -f _:. _- — " I �l�//f O'er 3-3 x 0.131 Harts t Span(ft) 16 O.C. ;• � � - - -- " i•'� { � � � ��� •�i � r ry <3 _ 22 J Rfm joist,band joist,or blocking 8d box 4 oc toe nail ,� •. --_-_ _' ---, - �r1 T !��"�`� � ~ • /P To sill or top plate(roof application) 8d common,or 6"oc toe nail 4 2 � 10d box;or g� 3 'i't'`"-:._?- i l:� - ��' __'-=�-_ �`-•�k �+]l/rr''-��`%'I/�??�",l��G�, ---. --- - -- --- —� � 1 3-3"x0.131"nails 12' Sc%1 r�/G?jf� "�L�T/'Y ��' J �i i — ..I — k/��ffl i=LAG�� � 23 ` 1"x 6"sub loon or less to each joist not used 16' 6 { - ^: r 24 2"subfloor to joist or girder not used 1 `~- - - - - - 25 2 lanks not used WL ti F (plank&beam•floor&roof) , /'f=�" '.� � 7 /`` �� ---ILL..-<.: -._�'_/f�-r-,' - .X/`,",T''r"7r� ,'>//X ��q,l•.;�: � -O `$ 26 Band joist or rim joist 3-16d common,or ± End nail - - - ' •,- 6"DIAMETER -----! - - 1i4 t - - } f--- 4-10d box;or , � _ _ _ . ,'; -t - - --�- - -r--: ----__.� � o rcpi fJ/ �+ /� .r,�°' _.- Ivry P /''••� �-�-L�-�.;� J, " -� ../C.. ( �/ 11~/ (../ y _ ..'.-� !-.,.a=...'. /.�_ —'___..._..,._._-_...___..__.. •/�• - - - ,...... _. - - �'`! 4-3 3 x 0.131"nails: - 27 Built-up girder and beams, 20d common; Nail each layer os v _ I � o � 2"lumberlayel�s follows: at top REFLECTIVE RED !: 4M, =---ROMANALPHANUMERIC ��� r - - e• and bottom staggered PANTONE--r"` ;' .z• ..-�-" > DESIGNATION OF CONSTRUCTION a ' ,�/ t 1 (PMS 8187 TYPE BASED ON SECTION 602 OF i , ,1�� s /y'' �—! ��</! / ( /—J✓ %�' " \ THE BUILDING CODE OF NEW 10d box;or ;24 face nail at top and I < YORK STATE li 13"'x 0.131"nails t staggered on opposite sides € I i And 2-20d common;; Face nail at ends and at or 3-10d box;or i each splice f 2"MIN. -- REFLECTIVE WHITE _f✓>fT Dl ��✓ (J/( � � / /f�l✓ ,.�j/•��k�`��/•'`>� ,i�T���'T , 28 i Ledger strip supporting joist/rafter 4-16d box;or At each Joist or rafter, t 3-16d common;or `face nail , I 4-10d box,or - -- _._._ 4-3"; hails 112"STROKE i 29 Bridging to joist 2-10d{ - Each end,toe nail : '4�„ :,'� g 9 1 -.' DESIGNATION FOR STRUCTURAL--" - �Jr �'/� 2 COMPONENTS THAT ARE OF 'y t ` TRUSS CONSTRUCTION FLOOR FRAMING,INCLUDING _ GIRDERS AND BEAMS— i•.R•. ROOF FRAMING__------_.__.__._.a , „��� t�j FLOOR AND ROOF FRAMING i ;�� � ✓r ` NYS TRUSS IDENTIFICATION SIGN